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SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B.' <br />1/411 = 11-011 <br />LEDGER SCHEDULE <br />TAG <br />ATTACH TO <br />MEMBER <br />PURPOSE <br />ATTACHMENT <br />CMU <br />2X4 P.T. <br />FLOOR TRUSS <br />SUPPORT <br />1/4" X 3 1/2" TAPCONS AT <br />12" O.C., STAGGERED <br />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />(D <br />BEARING WALLS <br />A/C CHASE <br />22"X36" ATTIC ACCESS <br />STAIRS AREA <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' <br />1/411 = 1 1-091 <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL <br />SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS <br />NECESSARY DUE TO FINAL TRUSS DESIGN OR <br />CALCULATED REACTIONS. ALL MODIFICATION TO BE <br />REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER <br />OF RECORD PRIOR TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS, ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1 . ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. <br />2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES W/ MTS16'S. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H 1 OA FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE <br />RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS <br />INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. <br />NOTE: <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />NOTES: <br />* FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK <br />WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />9 SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR <br />WALLS. <br />NOTE: <br />DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS <br />OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR <br />WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND <br />OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS <br />ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. <br />NOTE: <br />ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY <br />THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE <br />IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN <br />ORDER TO AVOID REPAIRS. <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />HEEL= 401 <br />PLUMB <br />CUT , <br />f2 <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />/_ 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8"_A.F.F. <br />LABELED END MARK <br />HANGER CHART - <br />A L = HUS 26 (SIMPSON) <br />-Do. = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />ATTENTIONI <br />DON'T LIFT SINGLE TRUSSES <br />WTH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCS] -B1 <br />30' to 60' <br />30'S ess Spreadei <br />60 degrees <br />\.P or less 7- <br />1/2 1 3 0 "2 <br />line n a�p_rox JIM. -4P'1-_x <br />REFER TO BCS <br />Truss must be set this way if crane used. <br />Truss is an eyample, your truss may not match. <br />Insist crane operator sets truss this way. <br />General Notes <br />1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES <br />AND FLAT GIRDERS HAVE THE TOP CHORD <br />PARTIALLY PAINTED GREEN TO BE INSTALLED <br />GREEN SIDE UP. <br />2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS <br />OTHERWISE NOTED. <br />3. ALL TRUSS SPACING IS 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-Bl <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />O.C. ACROSS THE SPAN, TO BE REPEATED AT A <br />MAXIMUM OF 20'BETWEEN EACH X-BRACE <br />THROUGHOUT THE STRUCTURE. I <br />PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL 20 PSF <br />TCDL 7 PSF <br />BCLL 0 PSF <br />BCDL 10 PSF <br />TOTAL 37 PSF <br />DURATION 1.25 % <br />WIND SPD/TYPE = 145 <br />BLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR 1 <br />UPLIFTS BASED ON 9.2 PSF <br />DESIGN CRITERIA <br />FBC 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />are designed for ASCE 7 — 16 and maximum <br />forces from both components and claddings <br />and main wind force resisting systems. <br />These trusses have been reviewed to cariy an <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />IFLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />T <br />OTAL = 55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />11111111 <br />101MIZ11112 <br />NNW 004, REMEMBER <br />0 A D <br />LOAD# DESCRIPTION INIT. DATE <br />DATE <br />1 <br />R101 <br />j 0 <br />P <br />NEWJOB GBW <br />B W <br />07123/15 <br />RA01 <br />0 1 <br />LC8 RDP <br />t D P <br />11/05/15 <br />0 <br />R/01 <br />1 <br />F S <br />COPIED N320559 MADE NEW MODEL RFS <br />8123/16 <br />RA01 <br />REV FLOOR FRAMING RFS. <br />F S <br />11/25/16 <br />RA01L <br />LC9 JTH <br />12/12/17 <br />RAOJ <br />Z <br />CHANGED HANGERS TO SIMPSON RDP <br />03/12/18 <br />RB01 <br />REV. FG1 WEBS JRH <br />3/5/19 <br />RCOI <br />REV FLR RE'S HMT <br />11129/19 <br />RD01 <br />REV. FLOORS PER REDLINE JRH <br />02 <br />L-,_---JCARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N. W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE;(800) <br />959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR TAMPA <br />PROJECT VARIOUS <br />MODEL 2216 <br />CCA PROJ/MODEL/ALT <br />7A2/ 2216B <br />ALT DESC: <br />OTC: <br />LOT : BLOCK <br />I P-. <br />DESIGNER PAG E <br />RFS <br />DATE t <br />8/23/16 <br />LAN# SCALE <br />N329232R 1/4 11=1,1 <br />??? 11/18/02 9:52 AM CCA48.divg <br />04 <br />C14 <br />CD <br />C_4 <br />Ln <br />CD <br />U-3 <br />C-D <br />01 0 <br />W <br />< <br />41t <br />W <br />0 <br />W <br />z <br />LO E <br />0 C-4 0 <br />�0 - <br />,�4 q <br />CY) <br />4— U <br />in U co <br />C: E <br />2 <br />-2.9 <br />0 LL r8 9 < <br />U 6,0 < <br />V) U LU N C <br />00 <br />EH -0) <br />C-0 M <br />CL <br />LU LU <br />LU <br />Ld 0 <br />LIJ I.- LU _j LU 1.- 0 <br />l­- < W _j = zX <br />Uj 0 <2< <��e z <br />X 0 0 0 LD <br />< < Q <br />I__ <br />F- <br />S 3: W I-L <br /><ax-j X 0zMq0i._jl­- <br />=) OHU-bEoomoz <br />014EE2z <br />0 0 <br />CY <br />0 z <br />wrnx <br />CO W a. W � LU W <br />0 l- z U_ W 0 _j <br />_j 0 (L z 0 <br />1 � < < V5 _z I z Q< <br />U) U_ <br />< 0 LU I__ � Ljj <br />0 M <br />I <br />LL < 0 <br />C:) <br />0 <br />z C14 <br />W <br />U) <br />5; 0 <br />(00 <br />F_: or) 0 <br />CY) r__ <br />< U) <br />_j <br />CL U) <br />(j) U-, <br />z <br />< W Lo <br />ce) <br />00 <br />z 0 <br />3: <br />LUz <br />W <br />(0 <br />C) <br />N <br />N <br />N <br />N <br />N <br />CID <br />a <br />z! <br />I- <br />CD <br />Q <br />0 <br />C3 <br />Q <br />CD <br />Q <br />Q <br />W <br />C-4 <br />— <br />0 <br />Q <br />Q <br />CN <br />C) <br />z <br />0 <br />U-) <br />W> <br />C�k <br />0 <br />0 <br />C) <br />I <br />Lo 4t <br />cl <br />"'i <br />4 <br />6 <br />Cr <br />CO w <br />Z <br />< Z <br />W <br />C) <br />W <br />K C/5 <br />zz <br />COO <br />0 <br />W <br />5 () 55 <br />p z 5; <br />LO <br />0 <br />O�< <br />z <br />W_ <br />(L <br />110 <br />F_ <br />W—< <br />W <br />0mg-w <br />Wr <br />M <br />r*4 <br />F_ �_ <br />O=)0 <br />("*4 <br />E2 <br />znz: <br />W <br />OC) <br />0 <br />Zwo <br />0 <br />< <br />0 <br />:�Ww <br />Z LL <br />z <br />z <br />z <br />F_ <br />0 L) <br />0 <br />F— cO <br />z <br />A401 <br />< <br />xW <br />z <br />z <br />W c <br />> <br />LAST PLOT DATE <br />December 14, 2122 <br />Z -6-0 <br />0 <br />2ND FLOOR ROOF <br />FRAMING PLAN B <br />